Study Report

Title	Studies
Author	Hp

 Study 2 - Static Stress

 Study Properties

Study Type	Static Stress
Last Modification Date	2024-06-09, 14:39:41

 Settings

 General

Contact Tolerance	0.10 mm
Remove Rigid Body Modes	No

 Damping

 Mesh

Average Element Size (% of model size)
Solids	10
Scale Mesh Size Per Part	No
Average Element Size (absolute value)	-
Element Order	Parabolic
Create Curved Mesh Elements	Yes
Max. Turn Angle on Curves (Deg.)	60
Max. Adjacent Mesh Size Ratio	1.5
Max. Aspect Ratio	10
Minimum Element Size (% of average size)	20

 Adaptive Mesh Refinement

Number of Refinement Steps	0
Results Convergence Tolerance (%)	20
Portion of Elements to Refine (%)	10
Results for Baseline Accuracy	von Mises Stress

 Materials

Component	Material	Safety Factor
Body1	Aluminum	Yield Strength

 Aluminum

Density	2.700E-06 kg / mm^3
Young's Modulus	68900.00 MPa
Poisson's Ratio	0.33
Yield Strength	275.00 MPa
Ultimate Tensile Strength	310.00 MPa
Thermal Conductivity	0.23 W / (mm C)
Thermal Expansion Coefficient	2.360E-05 / C
Specific Heat	897.00 J / (kg C)

 Contacts

 Mesh

Type	Nodes	Elements
Solids	7174	3686

 Load Case1

 Constraints

 Fixed2

Type	Fixed
Ux	Fixed
Uy	Fixed
Uz	Fixed

 Selected Entities

 Loads

 Gravity

Type	Gravity
Magnitude	9.807 m / s^2
X Value	0.00 m / s^2
Y Value	0.00 m / s^2
Z Value	-9.807 m / s^2

 Selected Entities

 Force4

Type	Force
Magnitude	505.215 N
X Value	0.00 N
Y Value	0.00 N
Z Value	-505.215 N
Force Per Entity	No

 Selected Entities

 Results

 Result Summary

Name	Minimum	Maximum
Safety Factor
Safety Factor (Per Body)	15.00	15.00
Stress
von Mises	1.605E-04 MPa	0.252 MPa
1st Principal	-0.109 MPa	0.33 MPa
3rd Principal	-0.321 MPa	0.085 MPa
Normal XX	-0.128 MPa	0.163 MPa
Normal YY	-0.255 MPa	0.185 MPa
Normal ZZ	-0.29 MPa	0.295 MPa
Shear XY	-0.037 MPa	0.041 MPa
Shear YZ	-0.116 MPa	0.117 MPa
Shear ZX	-0.099 MPa	0.064 MPa
Displacement
Total	0.00 mm	9.476E-05 mm
X	-2.578E-05 mm	1.831E-05 mm
Y	-9.318E-06 mm	1.200E-05 mm
Z	-9.458E-05 mm	2.673E-06 mm
Reaction Force
Total	0.00 N	3.398 N
X	-0.772 N	0.818 N
Y	-0.726 N	0.693 N
Z	-0.254 N	3.388 N
Strain
Equivalent	3.330E-09	5.649E-06
1st Principal	1.928E-09	5.352E-06
3rd Principal	-5.949E-06	-1.964E-09
Normal XX	-9.109E-07	5.858E-07
Normal YY	-2.572E-06	8.894E-07
Normal ZZ	-3.211E-06	3.287E-06
Shear XY	-1.439E-06	1.575E-06
Shear YZ	-4.465E-06	4.528E-06
Shear ZX	-3.808E-06	2.464E-06
Contact Force
Total	0.00 N	0.00 N
X	0.00 N	0.00 N
Y	0.00 N	0.00 N
Z	0.00 N	0.00 N

 Reaction Forces

Constraint Name	Reaction Force		Reaction Moment
	Magnitude	Component (X,Y,Z)	Magnitude	Component (X,Y,Z)
Fixed2	509.865 N	6.694E-06 N	2890.375 N mm	1274.665 N mm
		-7.324E-05 N		-2594.127 N mm
		509.865 N		0.003 N mm

 Safety Factor

 Safety Factor (Per Body)

0.00 8.00

 Stress

 von Mises

[MPa] 0.00 0.252

 1st Principal

[MPa] -0.109 0.33

 3rd Principal

[MPa] -0.321 0.085

 Normal XX

[MPa] -0.128 0.163

 Normal YY

[MPa] -0.255 0.185

 Normal ZZ

[MPa] -0.29 0.295

 Shear XY

[MPa] -0.037 0.041

 Shear YZ

[MPa] -0.116 0.117

 Shear ZX

[MPa] -0.099 0.064

 Displacement

 Total

[mm] 0.00E-05 9.476E-05

 X

[mm] -2.578E-05 1.831E-05

 Y

[mm] -0.932E-05 1.20E-05

 Z

[mm] -9.458E-05 0.267E-05

 Reaction Force

 Total

[N] 0.00 3.398

 X

[N] -0.772 0.818

 Y

[N] -0.726 0.693

 Z

[N] -0.254 3.388

 Strain

 Equivalent

0.003E-06 5.649E-06

 1st Principal

0.002E-06 5.352E-06

 3rd Principal

-5.949E-06 -0.002E-06

 Normal XX

-9.109E-07 5.858E-07

 Normal YY

-2.572E-06 0.889E-06

 Normal ZZ

-3.211E-06 3.287E-06

 Shear XY

-1.439E-06 1.575E-06

 Shear YZ

-4.465E-06 4.528E-06

 Shear ZX

-3.808E-06 2.464E-06

 Contact Force

 Total

[N] 0.00 0.00

 X

[N] 0.00 0.00

 Y

[N] 0.00 0.00

 Z

[N] 0.00 0.00